HomeMy WebLinkAboutS-396104SEC. 14, TWP 23 N, R5E W.M.
CONSTRUCTION NOTES
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6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD.
O PLAN 406.1 AND 403.1, MIN. 2% SLOPE
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Q 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
RIM
407.52
PER COR STD. PLAN 400.1 AND 401
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CB, T-1 (7033)
W/ GRATE
12"
CONC IE 404.95 (E)
54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND
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12"
CONC IE 404.95 (N)
COVER PER COR STD. PLAN 400.2 AND 401
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RIM 409.14
12"
CONC IE 404.88 (S)
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12" CONC IE 407.12 (E)
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4 SAWCUT EXIST. PVMT.
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12 ADS IE 407.02 (N)
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12" CONC IE 406.74 S
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5 REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER
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GRATE CUL V
12 DI
DOH STANDARDS. SEE NOTE 7.
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CULV
12 CONC
RIM 406.89 IE =
399.37
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W/
GRATE
IE =
407.42
12" ADS IE 404.49 (S) CULV 12"CONC
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RIM
414.54
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N IE = 400.31'
GENERAL NOTES:
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12"
ADS IE 414.54 (N)
EL 412.24
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1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
12"
ADS IE 411.92 (S)
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CULV 12 ADS CULV 12"CONC
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
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IE = 401.74' IE = 400.95'
FEET BELOW THE BEARING PAD ELEVATION (BPE).
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2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
'35 MPH'
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168
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COR STD. PLAN 405.
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STA RT
9.36'
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SSM 30
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4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION
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SEE SHT. C4.02
BY THE CITY INSPECTOR.
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156TH A VE SE
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5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
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TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE
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ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPAVED.
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6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSING AN ETHAFORM PAD SHALL BE
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1 2 3 4 5 6 7
8
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STORM
TRACT 14 13 12 11 10
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KEYMAP
PROVIDED. ~
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7. LOCATION OF SEPTIC TANK IS FOR REFERENCE ONLY. D
EXACT LOCATION IS NOT KNOWN. REMOVAL SHALL BE PART J
OF DEMOLITION PERMIT FOR EXIST. SINGLE FAMILY HOME.
8. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN 2 x2'
CONCRETE PAD ADJACENT TO BACK OF WALK
WA TER NO TES:
1. WATER IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY.
FINAL DESIGN TO BE COMPLETED BY STANTEC. CONTRACTOR
SHALL COORDINATE INSTALLATION WITH KING COUNTY